| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
Active Pressure for Circular cut with Berezantzev's and Prater's Theories, Numerical Modeling and Field Measurements
|
Cheng, Y.M.
|
|
|
48 |
5 |
p. 621-631
|
artikel
|
| 2 |
A Hysteresis Model of Soil Water Retention Curves Based on Bounding Surface Concept
|
Kohgo, Yuji
|
|
|
48 |
5 |
p. 633-640
|
artikel
|
| 3 |
Behavior of Liquefied Sands Under Extremely Large Strain Levels in Cyclic Torsional Shear Tests
|
Kiyota, Takashi
|
|
|
48 |
5 |
p. 727-739
|
artikel
|
| 4 |
Deducing Pile Responses and Soil Reactions from Inclinometer Data of a Lateral Load Test
|
Chiou, Jiunn-Shyang
|
|
|
48 |
5 |
p. 609-620
|
artikel
|
| 5 |
Ground Improvement of Intermediate Reclaimed Land by Compaction Through Cavity Expansion of Sand Piles
|
Nakano, Masaki
|
|
|
48 |
5 |
p. 653-671
|
artikel
|
| 6 |
Large-Scale Experiments on Nonlinear Behavior of Shallow Foundations Subjected to Strong Earthquakes
|
Shirato, Masahiro
|
|
|
48 |
5 |
p. 673-692
|
artikel
|
| 7 |
Numerical Simulation of Model Tests of Pier-Shallow Foundation Systems Subjected to Earthquake Loads Using an Elasto-Uplift-Plastic Macro Element
|
Shirato, Masahiro
|
|
|
48 |
5 |
p. 693-711
|
artikel
|
| 8 |
Seismic Bearing Capacity of a Rigid Footing Adjacent to a Cohesionless Slope
|
Huang, Ching-Chuan
|
|
|
48 |
5 |
p. 641-651
|
artikel
|
| 9 |
The Effect of Fines on Critical State and Liquefaction Resistance Characteristics of Non-Plastic Silty Sands
|
Papadopoulou, Anthi
|
|
|
48 |
5 |
p. 713-725
|
artikel
|
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